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"L" BRACING REQUIREMENTS <br />STUD <br />NO <br />(1) 2' X 4" <br />(2) 2" X 4" <br />(2) 2" X 6" <br />SPACING <br />"L" BRACING <br />"L" BRACING <br />"L'' BRACING <br />"L" BRACING <br />16" <br />0'-0"-4'-5" <br />4'-5"-8'-0" <br />8'-0"-12"-0" <br />12'-0"-16'-0" <br />24" <br />0'-0"-4'-0" <br />4'-0"-7'-0" <br />7'-0"- l0'-0" <br />10'-0"- 14'-0" <br />Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and <br />(2) 2" x 8" Full Height @ Diaphragm Blocking <br />TE: <br />NOTE: <br />1. "L Bracing must extend at least 9(r/o of web length except, scissor gable which <br />requires brace <br />to extend full height of gable. <br />2. "L" Bracing to be fastened to gable stud with 10d x 3" nails @ 4" o.c. <br />r <br />SINGLE "L" BRACING DETAIL <br />SCALE: N.T.S. <br />LE "L" BRACING DETAIL <br />9 .p a � �trn►' r e •. +rw� Via* ®i ' e �i'a�'e '°T s s e adr a err a.! � e e e `�rs1�4 � 4,A� <br />Fr ' <br />ABLE END BRACING DETAIL <br />SCALE: N.T.S: <br />n <br />U "C3 <br />A <br />i <br />a � <br />c <br />u <br />� a <br />0 <br />CU a <br />� ® WOO <br />CL <br />C CD 0) <br />C(U�T�C5 <br />� n � <br />NQ� <br />W <br />>C <br />WO—C <br />cn o Qy -0 <br />� <br />. ® g+) p-0� 0 <br />4 <br />L c.. .j E <br />N U- <br />0. <br />E <br />U `00 ti5 <br />®0 <br />L (Dm <br />® C�L� <br />or'-- <br />c <br />®- <br />E = <br />ea <br />E �. <br />0 M N <br />8 cc <br />0:�- <br />0 ��oo <br />_ <br />Q? <br />�® <br />0 r <br />0 C'4CL <br />0 <br />Ui <br />Ill— <br />U) <br />W <br />Cc <br />D <br />�./ <br />D <br />D <br />`i j <br />v rs <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />